PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 1 DATE 05/23/24 EST. NO. 005 TIME 09:36 AM R.E. NAME: SALEIB, KAMAL 08-1C5704 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 001 0011 2,551.02 E.W. @ F.A.(+) 012924 N 0007.2 0012 2,551.02 020224 N 0008.1 002 0014 3,733.66 E.W. @ F.A.(+) 020924 N 0011.1 8,835.70 TOTAL THIS ESTIMATE 108,441.91 TOTAL PREVIOUS ESTIMATE 117,277.61 TOTAL TO DATE PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 DATE 05/23/24 EST. NO. 005 TIME 09:36 AM R.E. NAME: SALEIB, KAMAL 08-1C5704 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION APRIL 2024 -10,000.00 004 0.00 -10,000.00 TOTAL DEDUCTIONS 0.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 05/23/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-1C5704 TIME 09:36 AM ESTIMATE NO. 005 BID OPENING 09/14/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/24 R.E. NAME: SALEIB, KAMAL DATE OF THIS ESTIMATE 05/23/24 LOCATION PROGRESS ESTIMATE 08-RIV-15-3.4/10.5 ----------------- 08-RIV-15-14.9/16.0 SEMA CONSTRUCTION, INC. RIVERSIDE COUNTY IN TEMECULA AND MURRIETA 42690 RIO NEDO, SUITE G FROM SOUTH JUNCTION ROUTE 79 TO 0.1 MILE TEMECULA CA 92590 SOUTH OF KALMIA STREET UNDERCROSSING AND IN WILDOMAR FROM 0.1 MILE SOUTH OF BAXTER FED. AID NO. ACIM-155(171)E DRAINAGE IMPROVEMENT, HMA (MISCELLANEOUS A ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,113.4100 1,113.41 1.000 1,113 002 TIME-RELATED OVERHEAD (WDAY) WDAY 1,800.6800 360,136.00 16.000 28,810.88 74.000 133,250 003 CONSTRUCTION AREA SIGNS LS 79,963.0200 79,963.02 0.032 2,558.82 0.548 43,819 004 TRAFFIC CONTROL SYSTEM LS 71,714.6800 71,714.68 0.080 5,737.17 0.370 26,534 005 CHANNELIZER (SURFACE MOUNTED) EA 49.6000 13,888.00 276.000 13,689 006 PORTABLE RADAR SPEED FEEDBACK SIGN EA 24.0300 19,224.00 84.000 2,018 SYSTEM DAY 007 TEMPORARY BARRIER SYSTEM LF 25.7000 126,958.00 4,700.000 120,790 008 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 4,003.7700 72,067.86 0.195 780 009 ALTERNATIVE TEMPORARY CRASH CUSHION TL-3 EA 3,643.8800 83,809.24 23.000 83,809 010 JOB SITE MANAGEMENT LS 67,220.3700 67,220.37 0.080 5,377.63 0.370 24,871 011 PREPARE STORM WATER POLLUTION PREVENTION LS 1,568.8900 1,568.89 0.500 784 PLAN 012 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 0.000 0 013 TEMPORARY SOIL BINDER SQYD 0.2400 5,280.00 0.000 0 014 TEMPORARY DRAINAGE INLET PROTECTION EA 407.7500 7,339.50 26.000 10,601 015 TEMPORARY FIBER ROLL LF 6.1300 15,325.00 1,971.000 12,082 016 TEMPORARY GRAVEL BAG BERM LF 12.1200 7,272.00 0.000 0 017 TEMPORARY SILT FENCE LF 7.2600 7,260.00 0.000 0 018 TEMPORARY CONCRETE WASHOUT LS 3,966.7600 3,966.76 0.080 317.34 0.370 1,467 019 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 92,350.2000 92,350.20 0.080 7,388.02 0.370 34,169 020 TEMPORARY HIGH-VISIBILITY FENCE LF 5.6500 33,335.00 5,900.000 33,335 021 ROADWAY EXCAVATION CY 1,602.9000 73,733.40 20.000 32,058 022 MAINTAIN EXISTING PLANTED AREAS LS 12,331.2500 12,331.25 0.080 986.50 0.370 4,562 PROGRAM CAS145 PAGE 2 DATE 05/23/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-1C5704 TIME 09:36 AM ESTIMATE NO. 005 BID OPENING 09/14/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/24 R.E. NAME: SALEIB, KAMAL DATE OF THIS ESTIMATE 05/23/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 CHECK AND TEST EXISTING IRRIGATION LS 5,138.0200 5,138.02 1.000 5,138 FACILITIES 024 2" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 35.9700 1,151.04 0.000 0 (F) LINE) 025 PVC PIPE CONDUIT (SLEEVE) LF 46.2400 739.84 0.000 0 (F) 026 HYDROSEED SQFT 0.1500 28,050.00 0.000 0 027 COMPOST (CY) CY 42.7000 49,105.00 0.000 0 028 INCORPORATE MATERIALS SQFT 0.1000 18,700.00 0.000 0 029 CLASS 2 AGGREGATE BASE (CY) CY 200.6500 52,169.00 0.000 0 030 HOT MIX ASPHALT (TYPE A) TON 342.9100 21,603.33 0.000 0 031 PLACE HOT MIX ASPHALT (MISCELLANEOUS SQYD 153.2800 87,369.60 0.000 0 AREA) 032 ROADSIDE PAVING (MISCELLANEOUS AREAS) SQYD 235.2400 103,505.60 0.000 0 033 STRUCTURAL CONCRETE, HEADWALL CY 3,486.0700 90,637.82 26.000 90,637 (F) 034 GROSS SOLIDS REMOVAL DEVICE (LINEAR EA 9,682.6500 67,778.55 6.000 58,095.90 6.000 58,095 RADIAL) 035 MINOR CONCRETE (MINOR STRUCTURE) CY 3,912.0000 121,272.00 4.300 16,821.60 27.600 107,971 (F) 036 18" TRASH NET EA 5,335.1100 5,335.11 0.000 0 037 18" BITUMINOUS COATED CORRUGATED STEEL LF 506.1700 80,987.20 102.200 51,730.57 102.200 51,730 PIPE (.109" THICK) 038 36" CORRUGATED STEEL PIPE INLET (.138" LF 1,853.8300 164,990.87 50.100 92,876.88 50.100 92,876 THICK) 039 REMOVE PIPE (LF) LF 130.3500 2,476.65 8.800 1,147.08 8.800 1,147 040 REMOVE INLET EA 1,651.1200 4,953.36 2.000 3,302.24 2.000 3,302 041 REMOVE FLARED END SECTION (EA) EA 741.2100 4,447.26 6.000 4,447 042 ROCK SLOPE PROTECTION (1/4 T, CLASS V, CY 227.6500 11,382.50 50.000 11,382.50 50.000 11,382 METHOD B) (CY) 043 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 6.2200 1,244.00 200.000 1,244.00 200.000 1,244 044 MISCELLANEOUS IRON AND STEEL LB 7.0700 76,044.92 0.000 0 (F) 045 DELINEATOR (CLASS 1) EA 86.8900 1,737.80 0.000 0 046 MARKER (CULVERT) EA 96.2200 3,079.04 0.000 0 047 TREATMENT BEST MANAGEMENT PRACTICE EA 124.5700 4,359.95 0.000 0 MARKER 048 CABLE RAILING LF 129.0800 10,584.56 0.000 0 (F) 049 RECONSTRUCT THRIE BEAM BARRIER LF 83.7900 16,758.00 100.000 8,379 PROGRAM CAS145 PAGE 3 DATE 05/23/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-1C5704 TIME 09:36 AM ESTIMATE NO. 005 BID OPENING 09/14/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/24 R.E. NAME: SALEIB, KAMAL DATE OF THIS ESTIMATE 05/23/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 25,826.4900 25,826.49 0.080 2,066.12 0.370 9,555 SYSTEM ELEMENTS DURING CONSTRUCTION PROGRAM CAS145 PAGE 4 DATE 05/23/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-1C5704 TIME 09:36 AM ESTIMATE NO. 005 BID OPENING 09/14/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/24 R.E. NAME: SALEIB, KAMAL DATE OF THIS ESTIMATE 05/23/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 289,843.25 1,025,646.81 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 8,835.70 117,277.61 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 298,678.95 1,142,924.42 051 MOBILIZATION LS 246,809.3400 246,809.34 0.950 234,468 ORIGINAL CONTRACT AMOUNT 2,468,093.43 TOTAL WORK COMPLETED 298,678.95 1,377,393.29 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 -10,000.00 TOTAL 298,678.95 1,367,393.29 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN EST. DATE WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR COMPLETION DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 11/03/23 200 01/02/24 01/02/24 11/12/24 78 25 0 0 51% 39% PROGRESS IS SATISFACTORY SALEIB, KAMAL RESIDENT ENGINEER